Attachment_1_-_Specifications.pdf

Specifications

FOR

Remodel Visitor Center for New Exhibits

Golden Spike National Historic Park

GOSP 308441

CONSTRUCTION DOCUMENTS

Revised March 17, 2026

OPTION ITEMS

DEFINITION OF CONTRACT LINE ITEMS

GOSP 308441 00 01 07 - 1

SEALS PAGE

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

ajc architects 703 East 1700 South Salt Lake City, Utah 84105 1.801.466.8818

Contact: Jill A. Jones, Principal Architect Contact: Dijana Alickovic, Project Architect

B. Structural Engineer:

Reaveley Engineers 675 East 500 South, Suite 400 Salt Lake City, Utah 85102 1.801.486.3883 Contact: Jeff Miller, Principal Engineer

Contact: Graham Oxborrow, Project Engineer

A. Mechanical Engineer:

Spectrum Engineers, Inc.

324 S. State St., Suite 400 Salt Lake City, Utah 84111 1.801.3285151 Contact: Ryan Boogaard

B. Electrical Engineer:

Spectrum Engineers, Inc.

324 S. State St., Suite 400 Salt Lake City, Utah 84111 1.801.328.5151 Contact: Spencer Little

C. Fire Protection Engineer

Spectrum Engineers, Inc.

324 S. State St., Suite 400 Salt Lake City, Utah 84111 1.801.328.5151 Contact: Jeff Dubois

END OF DOCUMENT 000107

GOSP 308441 00 31 26 - 1

012721 EXISTING HAZARDOUS MATERIAL INFORMATION

DOCUMENT 003126 - EXISTING HAZARDOUS MATERIAL INFORMATION

1.1 EXISTING HAZARDOUS MATERIAL INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. An existing asbestos and lead report for Project, prepared by URS Corporation, dated May 16, 2014, is available for viewing as appended to this Document.

C. Related Requirements:

1. Section 024119 "Selective Demolition" for notification requirements if materials suspected of containing hazardous materials are encountered.

END OF DOCUMENT 003126

May 16, 2014

Mr. Richard Carroll National Park Service 6200 North 22300th Street W Brigham City, UT 84302 richard_carroll@nps.gov

RE: Asbestos & Lead Survey of the Visitor Center & Engine House, Golden Spike National Historic Site (GOSP)

6200 North 22300th St West, Brigham City, UT 84302

Dear Mr. Carroll, INTRODUCTION

URS Corporation (URS) is pleased to present this report for an asbestos and lead survey of the

Golden Spike Visitor Center and Engine House at the Golden Spike National Historic Site in

Brigham City, Utah (the Project Area). This assessment, conducted on October 4 and 5, 2013, at the request of the United States National Park Service (NPS), was performed to identify the presence of asbestos-containing materials (ACM) and lead-containing paints located in or upon building materials at this facility.

METHODOLOGY

Asbestos Survey URS’ asbestos survey included observation and sampling of suspect ACM in the Project Area prior to demolition or renovation activities. The sampling was performed to identify asbestos-containing building material that may be impacted or disturbed during any future renovation or demolition projects.

Samples were analyzed by NVL Laboratories, Inc. (NVL) using polarized-light microscopy by

U.S. Environmental Protection Agency (EPA) Method EPA/600/R-93/116. This limited survey was conducted by Tod R. Pettingill of URS in accordance with the EPA Asbestos Hazard

Emergency Response Act (AHERA), 40 CFR 763; United States Occupational Health and Safety

Administration (OSHA) Asbestos Standard for the Construction Industry, 29 CFR 1926.1101.

Mr. Pettingill has received the following training regarding asbestos:

Utah Asbestos Certification; Cert. No.: ASB-4843; Exp. Date: April 4, 2014.

In addition, this report was written and reviewed by Mr. Matt Dobbs who has received the following training regarding asbestos:

Utah Asbestos Certification; Cert. No.: ASB-5324; Exp. Date: January 17, 2014.

Lead-Containing Paint Survey URS’ lead-containing paint assessment was conducted to identify the presence of lead in representative paints located in the Project Area. OSHA Lead Regulations 29 CFR 1926.62 requires representative sampling of existing paints in the project area prior to activities that may impact or disturb paint. URS collected representative paint chips from interior and exterior painted surfaces in the Project Area. Paint chip samples were analyzed by NVL, which is accredited by the EPA and American Industrial Hygiene Association (AIHA) to conduct lead analyses.

The lead-containing paint survey was conducted by Tod R. Pettingill concurrently with the asbestos survey. Mr. Pettingill has received the following training regarding lead:

Lead Risk Assessor; Cert. No.: 1790; Exp. Date: June 30, 2014.

RESULTS

Visitor Center

Asbestos-Containing Materials URS collected 44 bulk samples of the referenced suspect ACM from the Visitor Center. The following ACM was identified in the Visitor Center:

Asbestos-Containing Material Material Location Quantity

Duct Mud VC Furnace Room – North Wall, and Fan Room Near Restroom

80 LF

Vinyl Floor Tile Ranger’s Office and Supervisor’s

Office

308 SF

Window Putty

Ranger’s Window, Cashier

Windows – North and South, Curatorial Storage Room

160 LF

Window Caulking Material Ranger’s Window, Curatorial

Storage Room

128 LF

Vinyl Floor Tile On Wood Floor in Projection

Room of Auditorium

80 SF

Joint Compound

VC Furnace Room, Projection

Room of Auditorium, Janitor

Room, Library

Throughout

Building

Pipe Fitting Insulation

Sampled in Fan Room in Attic, likely throughout pipe chases and plenums

Assumed 300 fittings, more likely concealed

Duct Wrap Sealant Sampled in Fan Room in Attic, though likely throughout building

On ducts concealed throughout building

Vinyl Floor Tile Projection Room of Black Box 60 SF

Asbestos survey sample numbers, material descriptions, sample locations, quantities, and analytical results are provided in Table 1. Asbestos sample locations are illustrated in Figure 1.

Lead-Containing Paints URS sampled representative paints in the Visitor Center for lead. The following paints in the

Visitor Center were found to contain lead:

Paint Color Substrate Surface Sample Location Brown Wood Window Frame Exterior Window of Black Box

Brown Wood Trim Exterior Wood Trim

Lead survey sample numbers, material descriptions, sample locations and analytical results are provided in Table 2. Lead paint sample locations are illustrated in Figure 1.

Engine House

Asbestos-Containing Materials URS collected 13 bulk samples of the referenced suspect ACM from the Engine House. No

ACM was identified in the Engine House.

Asbestos survey sample numbers, material descriptions, sample locations, quantities, and analytical results are provided in Table 3. Asbestos sample locations are illustrated in Figure 1.

Presumed Asbestos-Containing Materials URS did not have access to the roof of the engine house at the time of the survey. As such, roofing material must be presumed to contain asbestos.

Presumed Asbestos-Containing Material Material Location Quantity Engine House Roof Throughout Roof of Engine House Throughout

Lead-Containing Paints URS sampled representative paints in the Engine House for lead. No paints in the Engine House were found to contain lead.

Lead survey sample numbers, material descriptions, sample locations and analytical results are provided in Table 4. Lead paint sample locations are illustrated in Figure 1.

CONCLUSIONS AND RECOMMENDATIONS

This assessment was performed to identify the presence of ACM and lead-containing paint located in or upon building materials of the Project Area. A copy of this report must be provided to any contractor bidding on work in the Project Area, and each contractor must have a copy of this report on site during any renovation or demolition activities that may impact these materials.

Conclusions and recommendations are summarized below.

Asbestos-Containing Materials The ACM identified during this survey (see Results and Tables 1 and 3) must be removed and disposed of by a licensed asbestos abatement contractor prior to disturbance in accordance with

OSHA Statute 29 CFR 1926.1101 and EPA regulations 40 CFR Part 763.

Contractors should use caution during demolition, as concealed ACM that has not previously been analyzed for asbestos may be encountered. If suspect ACM located in accessible or inaccessible areas of the facility are encountered during renovation, further sampling will be required to characterize those materials.

Presumed Asbestos-Containing Materials Building materials that were unable to be sampled during this survey must be treated as ACM until sampling can conclusively determine asbestos content.

Lead-Containing Paint Laboratory analysis of paint chip samples indicated lead in paint on various building components in the Project Area. Interior paint was in good condition and does not pose a risk. Minor peeling and flaking was observed on exterior paint, which can be remediated with regular maintenance and does not pose a significant risk. However, the potential for lead paint exposure is possible during renovation and demolition activities that impact painted surfaces or building components.

To minimize the potential for lead exposure during demolition activities, URS recommends that workers wear a half-face respirator with P-100 filters and disposable coveralls. A remote wash station should be provided for decontamination following demolition of painted building components that contain lead. Periodic personal air monitoring for lead should be conducted to document that workers performing demolition at the Project Area are not exposed to levels exceeding the OSHA action level of 30 g/m3 and PEL of 50 g/m3.

The waste material generated by paint removal or stabilization activities at the Project Area should be sampled and characterized for disposal. The EPA currently requires that demolition wastes be characterized under the provisions of the Resource Conservation and Recovery Act

(RCRA), which requires that the Toxicity Characterization Leaching Procedure (TCLP) test for lead be performed to evaluate if building debris is a potential hazardous waste under RCRA.

TCLP procedures evaluate the potential for wastes to leach toxic or hazardous materials following placement in a landfill. The maximum allowable concentration of lead in wastes for disposal as non-hazardous or non-dangerous is 5 milligrams (mg) per kilogram (kg). The TCLP testing procedure is to be performed on the actual wastes generated and would include a representative sampling of the entire waste stream.

Lead and other metals can be reclaimed from smelted metal building materials for use in other metal products. URS recommends that all lead-coated metal building materials and lead shielding removed during demolition activities be recycled and smelted. This eliminates the need for abatement prior to demolition, as well as the need to dispose of those materials as lead-containing waste.

Biological Issues During the assessment, URS noted abundant rodent feces throughout the Project Area. States located in the four corners of the United States have been identified to have a higher risk for

Hantavirus Pulmonary Syndrome related to exposure to rodents. URS recommends the NPS remediate the rodent issue within the Project Area. URS is available to be of assistance related to this cleanup.

LIMITATIONS

URS has performed hazardous material assessment and services in accordance with current professional standards. URS does not guarantee that all asbestos-containing, lead-containing paints or other hazardous materials present in the buildings were found during this inspection.

Statements as to the quantities of material should be understood as estimates and as such they do not define the precise extent or limits of asbestos- or lead-containing material in the structure.

URS did not inspect or sample inaccessible areas or dismantle any part of the structures or mechanical systems to identify hidden materials in inaccessible areas. These hidden materials, if they exist, may be observed and sampled only during demolition and, therefore, should be anticipated by the client and his/her contractors and evaluated by a competent person immediately prior to applying for demolition permits, when building surfaces can be destroyed to inspect hidden spaces.

Suspect asbestos samples were selected within operationally defined homogenous areas in accordance with EPA guidelines, based on visual appearance and date of application. Paint samples were selected based on visual appearance of homogenous painted surfaces. This sampling assumes that material composition is similar throughout the homogenous area. The possibility exists that areas judged to be homogenous may, with additional sampling, be determined to represent several smaller areas of differing material composition.

Common construction techniques render portions of any building inaccessible. As a result, additional ACM or lead-containing paint may be present in inaccessible areas (e.g., wall cavities enclosed in electrical components, etc.) of the building that were not surveyed. Inaccessible areas should be presumed to contain asbestos until destructive sampling is performed in those areas.

The most comprehensive sampling and testing programs, using the best available techniques, may derive inferences from samples that are not truly representative. Regulatory standards may change and concentrations of asbestos or lead currently considered non-detectable, below action level, non-asbestos-containing, non-lead-containing, or no remediation action required may, at some later date be considered asbestos-containing, lead-containing, or hazardous.

The conclusions of this report are professional opinions based solely upon visual site observations and interpretations of analyses as previously described. The opinions presented herein apply to the site conditions existing at the time of our survey, and interpretation of current regulations pertaining to hazardous building materials. Therefore, our opinions and recommendations may not apply to future conditions that may exist at the site, which we have not had the opportunity to evaluate. All applicable federal, state, and local regulations should always be verified prior to any work that may disturb hazardous building materials.

If you have any questions regarding this letter report, please contact Tod R. Pettingill at (206)

310-6655.

Respectfully submitted, URS CORPORATION

Tod R. Pettingill

Project Manager/Industrial Hygienist

Attachments:

Table 1 – Summary of Asbestos Sampling and Analytical Results of Golden Spike Visitor

Center

Table 2 – Summary of Lead Sampling and Analytical Results of Golden Spike Visitor Center

Table 3 – Summary of Asbestos Sampling and Analytical Results of Engine House

Table 4 – Summary of Lead Sampling and Analytical Results of Engine House

Figure 1 – Asbestos and Lead Sample Locations

NVL Bulk Asbestos Fiber Analysis Laboratory Report

NVL Total Lead Analysis Laboratory Report

Laboratory NVLAP Certificate

Laboratory EPA/AIHA Lead Certificate

AHERA Building Inspector Certificate

OHA Lead Risk Assessor Certificate

Table 1 Summary of Asbestos Sampling and Analytical Results of Golden Spike Visitor Center

SUMMARY OF ASBESTOS SAMPLING AND ANALYTICAL RESULTS OF GOLDEN SPIKE VISITOR CENTER

National Park Service 6200 North 22300th Street West

Brigham City, UT 84302 URS Job No. 25698009

1 O:\25698009 NPS Golden Spike NHS\4000 Deliverables\Closeout Report and Docs\Copy of Golden Spike Tables

Layer 1: 12x12 Ceiling Tile Layer 1: ND

Layer 2: Brown Mastic Layer 2: ND

Layer 1: 12x12 Ceiling Tile Layer 1: ND

Layer 2: Brown Mastic Layer 2: ND

Layer 1: 12x12 Ceiling Tile Layer 1: ND

Layer 2: Brown Mastic Layer 2: ND

Layer 1: Duct Sealant Layer 1: ND

Layer 2: Duct Mud Layer 2: CHR 2%

Layer 3: Duct Wrap Layer 3: ND

Layer 1: Ceramic Floor Tile Layer 1: ND

Layer 2: Carpet Mastic Layer 2: ND

Layer 3:Mortar/Grout Layer 3: ND

Layer 1: Carpet Mastic Layer 1: ND

Layer 2: Vinyl Floor Tile Layer 2: CHR 5% Layer 3: Black Mastic Layer 3: ND

Layer 1: Carpet Mastic Layer 1: ND

Layer 2: Vinyl Floor Tile Layer 2: CHR 4% Layer 3: Black Mastic Layer 3: ND

GSA008 Window Putty Ranger’s Window Fair Non-Friable 160 LF ND

GSA009 Window Putty Cashier Window – North Fair Non-Friable Included in

GSA008 CHR 2%

GSA010 Window Putty Cashier Window - South Fair Non-Friable Included in

GSA008 CHR 2%

GSA011 Window Putty Curatorial Storage Room Fair Non-Friable Included in

GSA008

ND

GSA012 Window Caulking Material Ranger’s Window Fair Non-Friable 128 LF CHR 3%

GSA013 Window Caulking Material Curatorial Storage Room Fair Non-Friable Included in

GSA012 CHR 4%

Layer 1: 12x12 Vinyl Floor Tile Layer 1: CHR 5% Layer 2: Black Mastic Layer 2: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Joint Compound Layer 2: ND

Layer 3: Gypsum Wallboard (GWB) Layer 3: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Joint Compound Layer 2: CHR 2% Layer 3: GWB Layer 3: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Joint Compound Layer 2: CHR 2% Layer 3: GWB Layer 3: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Joint Compound Layer 2: ND

Layer 3: GWB Layer 3: ND

GSA019 Pipe Fitting Insulation Fan Room in Attic Fair Friable Assumed 300 fittings, more likely concealed

CHR 10%

GSA020 Pipe Fitting Insulation Fan Room in Attic Fair Friable Included in

GSA019 CHR 9%, CROC <1%

GSA021 Pipe Fitting Insulation Fan Room in Attic Fair Friable Included in

GSA019 CHR 11%

Layer 1: Duct Wrap Sealant Layer 1: CHR 3% Layer 2: Tan Mastic Layer 2: ND

Layer 3: Foil Insulation Backing Layer 3: ND

Layer 4: Fiberglass Insulation Layer 4: ND

Layer 1: Duct Wrap Sealant Layer 1: CHR 3% Layer 2: Tan Mastic Layer 2: ND

Layer 3: Foil Insulation Backing Layer 3: ND

Layer 4: Fiberglass Insulation Layer 4: ND

Layer 1: Duct Wrap Sealant Layer 1: CHR 4% Layer 2: Tan Mastic Layer 2: ND

Layer 3: Foil Insulation Backing Layer 3: ND

Layer 4: Fiberglass Insulation Layer 4: ND

Layer 1: 12x12 Vinyl Floor Tile Layer 1: CHR 5%

Layer 2: Black Mastic Layer 2: ND

Layer 1: Ceiling Texture Layer 1: ND

Layer 2: Ceiling Tile Layer 2: ND

Friable

GSA026 Women’s Restroom Good Friable 380 SF

GSA018 Library Good Friable Included in

GSA015

Included in

GSA022

GSA025 Projection Room of Black Box Good Non-Friable 60 SF

GSA022 Fan Room in Attic Fair Friable

On ducts concealed throughout building

GSA023 Fan Room in Attic Fair Friable Included in

GSA022

GSA024 Fan Room in Attic Fair

GSA016 Projection Room of Auditorium Good Friable Included in

GSA015

GSA017 Janitor Room Good Friable Included in

GSA015

GSA014

On Wood Floor in

Projection Room of Auditorium

Good Non-Friable 80 SF

GSA015 VC Furnace Room Good Friable Throughout

Building

GS-006 Ranger’s Office Good Non-Friable 308 SF

GS-007 Supervisor’s Office Good Non-Friable Included in GS-

GS-004

VC Furnace Room – North Wall, and Fan Room Near Restroom

Fair Non-Friable 80 LF

GS-005

Under Carpet Near VC

Furnace Room and Janitor

Room

Good Non-Friable 1200 SF

GS-002 Lobby Near Auditorium Good Friable Included in GS-

GS-003 Ranger’s Office Good Friable 308 SF

Sample Number Material Type Sample Location Condition Estimated Quantity

Analytical Results (% by volume)

GS-001 Auditorium Good Friable 1400 SF

Friable / Non- Friable

SUMMARY OF ASBESTOS SAMPLING AND ANALYTICAL RESULTS OF GOLDEN SPIKE VISITOR CENTER

National Park Service 6200 North 22300th Street West

Brigham City, UT 84302 URS Job No. 25698009

2 O:\25698009 NPS Golden Spike NHS\4000 Deliverables\Closeout Report and Docs\Copy of Golden Spike Tables

Sample Number Material Type Sample Location Condition Estimated Quantity

Analytical Results (% by volume)

Friable / Non- Friable

GSA027 Ceiling Texture Men’s Restroom Good Friable Included in

GSA026

ND

GSA028 Ceiling Texture Men’s Restroom Good Friable Included in

GSA026

ND

Layer 1: Ceramic Tile Layer 1: ND

Layer 2: Mortar Layer 2: ND

Layer 3: Grout Layer 3: ND

GSA030 Stone Mortar Interior Near Black Box Good Non-Friable 10,000 SF ND

GSA031 Stone Mortar Exterior Near Main

Entrance Good Non-Friable

Included in

GSA030

ND

GSA032 Roof Tar Paper Under Cedar Shake Roof Near Main Entrance Good Non-Friable Throughout building

ND

GSA033 Roof Tar Paper Under Cedar Shake Roof Near Museum Good Non-Friable Included in

GSA033

ND

GSA034 Cove Base Mastic Near VC Furnace Room Good Non-Friable 172 LF ND

GSA035 Cove Base Mastic Black Box Good Non-Friable Included in

GSA035

ND

GSA036 Insulation in Window Panels Lookout Patio Good Non-Friable 31 5”x3” panels ND

GSA037 Ceiling Texture Entry to Office Wing Good Friable 1800 SF ND

GSA038 Ceiling Texture Restroom of Office Wing Good Friable Included in

GSA037

ND

GSA039 Ceiling Texture Hallway of Office Wing Good Friable Included in

GSA037

ND

GSA040 Ceiling Texture Copy Room Good Friable Included in

GSA037

ND

GSA041 Ceiling Texture Conference Room Good Friable Included in

GSA037

ND

GSA042 Cove Base Mastic Restroom of Office Wing Good Non-Friable 640 LF ND

Layer 1: Floor Coating Layer 1: ND

Layer 2: Yellow Mastic Layer 2: ND

GSA044 Spline Ceiling Tile Library Good Friable 160 SF ND

Notes:

a) All asbestos analytical results are reported as percent asbestos per volume of bulk material sampled, as determined by U.S EPA Method 600/R-93/116.

GSA029 Men’s Restroom Good Non-Friable 1,400 SF

d) ND = None detected

b) SF = Square feet

e) Bold type indicates samples that contain asbestos.

c) LF = Linear feet

GSA043 Kitchen of Office Wing Good Non-Friable 225 SF

Table 2 Summary of Lead Sampling and Analytical Results of Golden Spike Visitor Center

Table 2

SUMMARY OF LEAD SAMPLING AND ANALYSIS RESULTS OF GOLDEN SPIKE VISITOR CENTER

National Park Service 6200 North 22300th Street West

Brigham City, UT 84302 URS Job No. 25698009

3 O:\25698009 NPS Golden Spike NHS\4000 Deliverables\Closeout Report and Docs\Copy of Golden Spike Tables

Sample Number Paint Color Substrate Surface Condition Accessibility Sample Location

Analytical Results (mg/Kg)

Analytical Results (%)

GS-Pb-001 White Ceiling Texture on Gypsum Ceiling Good Low

Men’s

Restroom <50.0 <0.0050

GS-Pb-002 Brown Wood Window Frame Medium Medium Exterior

Window of Black Box

88 0.0088

GS-Pb-003 Yellow/White Wood Wall Panel Good High

Wood Paneling

Near Furnace

Room

<76.0 <0.0076

GS-Pb-004 Brown Wood Trim Good High Exterior Wood Trim 130 0.013

GS-Pb-005 White Gypsum Ceiling Good Medium Ceiling of Office

Wing Hallway <52.0 <0.0052

GS-Pb-006 Brown Wood Siding Good Medium Exterior Siding <80.0 <0.0080

GS-Pb-007 Brown Wood Trim Good Medium

Exterior

Window Trim

Near

Conference

Room of Office

Wing

<100.0 <0.0100

GS-Pb-008 Brown Wood Rail Low High External Fence

Bottom Rail <64.0 <0.0064

Notes:

a) % = Percent lead, as detected by flame atomic absorption spectroscopy (EPA 7000B)

b) < = Less than the lower detection limit of flame atomic absorption spectroscopy (EPA 7000B)

c) Bold type indicates samples that contain lead.

Table 3 Summary of Asbestos Sampling and Analytical Results of Engine House

Table 3

SUMMARY OF ASBESTOS SAMPLING AND ANALYTICAL RESULTS OF ENGINE HOUSE

National Park Service 6200 North 22300th Street West

Brigham City, UT 84302 URS Job No. 25698009

4 O:\25698009 NPS Golden Spike NHS\4000 Deliverables\Closeout Report and Docs\Copy of Golden Spike Tables

Sample Number Material Type Sample Location Condition Friable / Non-Friable Estimated

Quantity Analytical Results (% by volume)

Layer 1: Tank Insulation Layer 1: ND

Layer 2: Tank Insulation Layer 2: ND

Layer 1: Tank Insulation Layer 1: ND

Layer 2: Tank Insulation Layer 2: ND

Layer 1: Tank Insulation Layer 1: ND

Layer 2: Tank Insulation Layer 2: ND

EH-A004 Tank Insulation Engine Bay Good Friable 120 SF ND

Layer 1: Insulation Wrap Layer 1: ND

Layer 2: Tank Insulation Layer 2: ND

Layer 1: Insulation Wrap Layer 1: ND

Layer 2: Tank Insulation Layer 2: ND

Layer 1: Pipe Wrap Layer 1: ND

Layer 2: Pipe Fitting Material Layer 2: ND

Layer 3: Fiberglass Insulation Layer 3: ND

Layer 4: Foil Insulation Backing Layer 4: ND

Layer 1: Pipe Wrap Layer 1: ND

Layer 2: Pipe Fitting Material Layer 2: ND

Layer 3: Fiberglass Insulation Layer 3: ND

Layer 4: Foil Insulation Backing Layer 4: ND

Layer 1:Pipe Wrap Layer 1: ND

Layer 2: Pipe Fitting Material Layer 2: ND

Layer 1: Ceramic Floor Tile Layer 1: ND

Layer 2: Grout Layer 2: ND

Layer 3: Mortar Layer 3: ND

Layer 4: Thin-Set Mortar Layer 4: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Drywall Tape Layer 2: ND

Layer 3: Joint Compound Layer 3: ND

Layer 4:Gypsum Wallboard Layer 4: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Drywall Tape Layer 2: ND

Layer 3: Joint Compound Layer 3: ND

Layer 4:Gypsum Wallboard Layer 4: ND

Layer 1: Wall Texture Layer 1: ND

Layer 2: Drywall Tape Layer 2: ND

Layer 3: Joint Compound Layer 3: ND

Layer 4:Gypsum Wallboard Layer 4: ND

Notes:

e) Bold type indicates samples that contain asbestos

c) LF = Linear feet

d) ND = None detected

EH-A012 Men’s Restroom Good Friable Included in EH-

A011

EH-A013 Machine Shop Good Friable Included in EH-

A011

a) All asbestos analytical results are reported as percent asbestos per volume of bulk material sampled, as determined by U.S EPA Method 600/R-93/116.

b) SF = Square feet

EH-A010

Women’s

Restroom Good Non-Friable 350 SF

EH-A011

Women’s

Restroom Good Friable 2000 SF

EH-A008 Engine Bay Good Friable Included in EH-

A007

EH-A009 Engine Bay Good Friable Included in EH-

A007

EH-A006 Engine Bay Good Friable Included in EH-

A004

EH-A007 Engine Bay Good Friable 25 Fittings

EH-A003 Machine Shop Good Friable Included in EH-

A001

EH-A005 Engine Bay Good Friable Included in EH-

A004

EH-A001 Machine Shop Good Friable 80 SF

EH-A002 Machine Shop Good Friable Included in EH-

A001

Table 4 Summary of Lead Sampling and Analytical Results of Engine House

Table 4

SUMMARY OF LEAD SAMPLING AND ANALYTICAL RESULTS OF ENGINE HOUSE

National Park Service 6200 North 22300th St. West

Brigham City, UT 84302 URS Job No. 25698009

5 O:\25698009 NPS Golden Spike NHS\4000 Deliverables\Closeout Report and Docs\Copy of Golden Spike Tables

Sample Number Paint Color Substrate Surface Condition Accessibility Sample Location Analytical Results (mg/Kg)

Analytical Results (%)

EH-Pb-001 Green Wood Siding Low High

Exterior Siding

Near Rear Wall

Near Men’s

Restroom

<37.0 <0.0037

EH-Pb-002 Green Wood Siding Low High

Exterior Siding

Near Engine

Rollup Doors

<42.0 <0.0042

EH-Pb-003 Red Concrete Wall Good High

East Side of Bay -

Concrete of Engine

Bay

<47.0 <0.0047

EH-Pb-004 Red Wood Wall Good High

East Side of Bay -

Wood Wall of

Engine Bay

<100.0 <0.0100

Notes:

a) % = Percent lead, as detected by flame atomic absorption spectroscopy (EPA 7000B)

b) < = Less than the lower detection limit of flame atomic absorption spectroscopy (EPA 7000B)

c) Bold type indicates samples that contain lead.

Figure 1 Asbestos and Lead Sample Locations

NVL Bulk Asbestos Fiber Analysis Laboratory Report

NVL Total Lead Analysis Laboratory Report

Laboratory NVLAP Certificate

Laboratory EPA/AIHA Lead Certificate

AHERA Building Inspector Certificate

OHA Lead Risk Assessor Certificate

GOSP 308441 01 11 00 - 1

051121 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Work Phases

3. Work Under Other Contracts

4. Government-Furnished Materials

5. Contractor Use of Site

6. Public Use of Site

7. Occupancy Requirements for Buildings

8. Conduct of Operations

9. Work Restrictions

10. Special Construction Requirements

B. Related Sections:

1. Section 01 50 00 – Temporary Facilities and Controls for Contractor furnished and installed temporary facilities.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Golden Spike National Historic Park, Visitor Center located at 6200 N 22300 W, Corinne, UT 84307.

B. The Work consists of:

1. Modifications and alterations of the 4,500 square foot Visitor Center which houses offices for seasonal and permanent interpretation staff, Western National Park’s Association (WNPA) offices, library, exhibit space, an informational desk, a small theater and WNPA retail space.

2. The scope of the project will include:

a. SITE: The extent of the work shall be to modify the north view plaza/ access to exterior interpretive areas to accommodate the expanded building footprint.

b. ARCHITECTURE: VC exhibit modifications and construct new exhibits, relocate WNPA retail space, relocate NPS offices, renovate A/V storage closet, and update finishes throughout the main visitor’s area. Option Item #1 – Admin Area renovation.

c. STRUCTURAL: VC modification for new exhibits will require expanding the building size enclosing the north porch, providing new exterior wall.

d. MECHANICAL: The existing HVAC will be reworked to accommodate the revised building layout. Additionally, existing HVAC duct will be removed and replaced.

GOSP 308441 01 11 00 - 2

Existing fire protection system that is currently visible will be concealed in renovated areas.

e. ELECTRICAL – The extent of the electrical work is to rework the existing electrical systems (power and lighting) to accommodate the new exhibits along with AV upgrades.

3. BID OPTIONS:

a. Reconfigure administration area, provided an enclosed conference room, relocate access to Superintendent’s office. New finishes employee restroom (admin area).

b. Painting the entire exterior of Visitor Center facility (including administration area

& interpretative shelter).

C. Project will be constructed under a single prime contract.

D. A separate Title III Architect-Engineer (A-E) task order shall be issued in accordance with this

Statement of Work to provide independent construction oversight and quality assurance services for the duration of the project. The A-E firm responsible for the original project design shall be utilized to perform said construction oversight services, ensuring design intent and technical continuity are maintained throughout all phases of construction.

1.3 WORK PHASES

A. The Work shall be conducted in a single phase.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this

Contract with work performed under separate contracts.

1.5 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government -furnished materials:

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. Contractor is responsible for initial inspection, receiving, unloading, and handling

Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into Work.

GOSP 308441 01 11 00 - 3

1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to areas within the Construction limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to within the building and building perimeter to the rear of the building.

2. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

B. Storage of Materials: Confine storage of materials to designated areas where materials may be stored or staging area shown on plans.

C. Parking: Confine parking to a preselected number of stalls in visitor parking as shown on drawings

D. Stockpiling: Confine stockpiling to staging.

E. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Contracting Officer (CO) and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

F. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

G. Construction Camp: Establishment of a camp within park will not be permitted.

H. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

GOSP 308441 01 11 00 - 4

I. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.

1.7 PUBLIC USE OF SITE

A. Contractor shall conduct his operations to ensure the least inconvenience to public. Building closures may be permitted, when required, upon specific approval of Contracting Officer for a negotiated maximum time period allowed for closures.

B. Refer to Section 01 50 00 – Temporary Facilities and Controls for Contractor furnished temporary exhibit trailer and ADA porta-potties.

1.8 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Partial Government Occupancy: Government will occupy the site during entire construction period, with exception of areas under construction. Cooperate with

Government during construction operations to minimize conflicts and facilitate

Government usage. Perform Work so as not to interfere with Government’s operations.

Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, and other adjacent occupied or used facilities.

Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer.

1.9 CONDUCT OF OPERATIONS

A. Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 3 business/calendar days in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Coordinate with Contracting Officer for approval to work on Saturdays as needed.

B. Existing Utilities

GOSP 308441 01 11 00 - 5

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than two business days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours and length of Utility Shutdowns: Coordinate with Contracting Officer.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within construction site boundaries.

1.11 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by NPS will be used for purposes of managing communication and documents during construction stage.

1. See Section 01 31 00 "Project Management and Coordination" for requirements on using

Project Website.

B. Weed Mitigation

1. All borrow, road base, aggregate, crusher fines, bedding, topsoil, hay bales and other fill materials brought into National Park and used in this project shall be certified weed free.

Without certification, materials will come from commercial sources that have approved by the Contracting Officer, prior to materials entering the Park.

2. Equipment Cleaning

a. Clean vehicles and construction equipment prior to entry into the Park to minimize the potential for introduction and/or proliferation of invasive non-native weeds through project actions. The contractor is required to wash equipment, with emphais on undercarriages, with a high-pressure spray prior to transporting such equipment to Golden Spike National Historical Park.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

GOSP 308441 01 11 00 - 6

THIS PAGE IS INTENTIONALLY LEFT BLANK

GOSP 308441 01 23 00 - 1

ALTERNATES

SECTION 012300 - OPTION ITEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for Options.

1.3 DEFINITIONS

A. Options: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each option is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the option into Project.

1. Include, as part of each option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of an option.

B. Execute accepted options under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Options" Article is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each option.

GOSP 308441 01 23 00 - 2

ALTERNATES

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF OPTIONS

Base Item: Visitor Center Main Building Renovation as indicated on Construction Drawings and as specified in Section 01 27 00 Definition of Contract Line Items

Option No. 1 Administrative Area

Option No. 1: Reconfigure administration area-provide and enclosed conference room, relocate access to Superintendent’s office. New finishes to accommodate layout changed and new finished in employee restroom.

Option No. 2 Exterior Paint

Option No. 2: Paint entire exterior of Visitor Center including administration area and interpretative shelter. Include siding, trim, decorative elements and necessary caulking.

END OF SECTION 012300

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GOSP 308441 01 31 00 - 1

012721 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination

3. Submittals

4. Coordination Drawings

5. Requests for Information (RFIs)

6. NPS/DSC Project Website

7. Project Meetings

8. Environmental Coordination

9. Permits

B. Related Requirements:

1. Section 01 32 16 "Construction Schedule" for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 "Execution" for procedures for coordinating general installation and field

Inspection and site analysis including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

4. Section 01 91 14 "Commissioning" for coordinating the MEP work with Contractor’s

Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction

B. Construction Permits – Contractor Provided

C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

GOSP 308441 01 31 00 - 2

3. Make provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

1. Preparation of Contractor's Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination

Drawings on reproductions of Contract Documents or standard printed data. Include following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contracting Officer (CO) for resolution of such conflicts.

c. Indicate space requirements for routine maintenance and anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and controls.

e. Indicate required installation sequences.

GOSP 308441 01 31 00 - 3

2. Submit all submittals electronically via pdf and the following hard copies: Number of

Copies: Submit four (4) opaque copies of each submittal. Contracting Officer will return one (1) hard copy.

3. Refer to individual Sections for Coordination Drawing requirements for Work in those

Section

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural, structural, mechanical, plumbing, fire-protection, fire-alarm, and electrical elements. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work:

a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise deficient, Contracting Officer will inform Contractor, who shall make changes and resubmit.

GOSP 308441 01 31 00 - 4

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

C. Coordination Digital Data Files: Prepare coordination digital data files according to:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using Portable Document

Format (PDF) file format.

3. Contracting Officer will furnish Contractor one set of digital data files (AutoCad.dwg) of

Drawings for use in preparing coordination digital data files.

a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 1 documents: The following items shall be submitted a minimum of one week prior to

Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre-

Construction Conference.

1. Letter designating Project Superintendent

2. Construction Schedule

3. A Comprehensive Schedule of Values

4. Accident Prevention Plan

5. A List of Subcontractors for this project

6. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.

7. Certificates of Insurance or SF1413 for Contactor and all Subcontractors

8. Waste Management Plan

9.